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Environmental Engineering

Environmental Engineering
The design discharge for the combined sewer system shall be taken as

Rainfall + 6 DWF
Rainfall + DWF
Equal to rainfall
Rainfall + 2 DWF

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Environmental Engineering
Orthotolidine test is used for determination of

Biochemical oxygen demand
Dissolved oxygen
Dose of coagulant
Residual chlorine

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Environmental Engineering
The hydraulic mean depth (HMD) for an egg-shaped sewer flowing two-third full is

None of these
Less than HMD when flowing full
Greater than HMD when flowing full
Equal to HMD when flowing full

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Environmental Engineering
The gas from sludge digestion tank is mainly composed of

Hydrogen sulphide
Nitrogen
Methane
Carbon dioxide

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Environmental Engineering
Sewage treatment units are normally designed for

5 - 10 years
15 - 20 years
28 - 30 years
15 - 28 years

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Environmental Engineering
The amount of residual chlorine left in public water supply for safety against pathogenic bacteria is about

0.05 to 0.5 ppm
1.0 to 5.0 ppm
0.01 to 0.05 ppm
0.5 to 1.0 ppm

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